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Pedestrian Footbridge across the Dyje River in Břeclav
Pham, Hoang Anh ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This thesis deals with structural design of a steel frame footbridge with wheelchair access, which will lead pedestrian and cyclists‘ traffic over the river Thaya in Břeclav. The footbridge is a structure of one field, lightness of a bridge opening is 58,92 m and a span length is 60,25 m. A light width of an area between rails is 2,5 m. The footbridge is constructed of a truss beam cable – stayed bridge on an oblique pylon of 20,0 m length and a preloaded steel suspender. The thesis was processed according to valid standards ČSN EN.
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Tennis hall load-carrying steel structure
Pham, Hoang Anh ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content od the bachelor these is a proposal and evaluation of steel load - bearing structure od a tennis hall whit a floor space of 40x30,133 m. The builing is situated outside the urban area ner the Lipno nad Vltavou municipality. The hall consistis of 9 cross links spaced by 5,0 m. The main load – bearing systém consists od arched trusess, purlins, sway bracings longitudinal bracings, that support the spatial rigidity of the construction. The calculations were made in compliance whit the Czech norms ČSN EN.
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Pedestrian Footbridge across the Dyje River in Břeclav
Pham, Hoang Anh ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This thesis deals with structural design of a steel frame footbridge with wheelchair access, which will lead pedestrian and cyclists‘ traffic over the river Thaya in Břeclav. The footbridge is a structure of one field, lightness of a bridge opening is 58,92 m and a span length is 60,25 m. A light width of an area between rails is 2,5 m. The footbridge is constructed of a truss beam cable – stayed bridge on an oblique pylon of 20,0 m length and a preloaded steel suspender. The thesis was processed according to valid standards ČSN EN.
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Tennis hall load-carrying steel structure
Pham, Hoang Anh ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content od the bachelor these is a proposal and evaluation of steel load - bearing structure od a tennis hall whit a floor space of 40x30,133 m. The builing is situated outside the urban area ner the Lipno nad Vltavou municipality. The hall consistis of 9 cross links spaced by 5,0 m. The main load – bearing systém consists od arched trusess, purlins, sway bracings longitudinal bracings, that support the spatial rigidity of the construction. The calculations were made in compliance whit the Czech norms ČSN EN.
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